A Pipe 1 2 3 L(m) 120 180 60 D₁-8 cm -0.0288 20.0260 -0.0314 D₁-6 cm Three pipes are in parallel with the total loss of 19.7 m. Compute the flow rate Q (m³/hr), neglecting minor losses. (p = 1000- 9 = 1.02x10-6m²/s) D₁-4 cm D(cm) 8 6 4 B & (mm) 0.2 0.1 0.15

A Pipe 1 2 3 L(m) 120 180 60 D₁-8 cm -0.0288 20.0260 -0.0314 D₁-6 cm Three pipes are in parallel with the total loss of 19.7 m. Compute the flow rate Q (m³/hr), neglecting minor losses. (p = 1000- 9 = 1.02x10-6m²/s) D₁-4 cm D(cm) 8 6 4 B & (mm) 0.2 0.1 0.15

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.

Question

f₁=
= 0.0288
A
12 = 0.0260
Three pipes are in parallel with the total loss of 19.7 m. Compute the flow rate Q (m³/hr),
neglecting minor losses. (p = 1000, 9 = 1.02x10-6m²/s)
ma
Pipe
1
2
3
L(m)
120
180
60
D₁-8 cm
= 0.0314
D₁-6 cm
D₂-4 cm
D(cm)
8
6
4
B
& (mm)
0.2
0.1
0.15

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